Given the following information from an asphalt mix: Gsb = 2.705 Gmm = 2.534 Gmb = 2.432 Gb = 1.014 Pb = 5.7% Unit weight of water = 62.4 Ib/ft3
Q: Q2) An HMA sample had been taken from a road during the construction, the weight of sample after the…
A: Let us analyse the % passing in step 2.
Q: A compacted asphalt concrete specimen contains 5% asphalt binder (Sp. Gr. 1.023) by weight of total…
A:
Q: Softening point test 1- Is the point of softening equal to the melting point? 2- If the…
A: Queries: Is the softening point equal to the melting point. If the softening point of asphalt is…
Q: An asphalt concrete mixture includes 94% aggregate by weight. The specificgravities of aggregate and…
A: The given data is: Amount of aggregate in the mix (wa) = 94% Specific Gravity of aggregates (Ga) =…
Q: A compacted asphalt concrete specimen has the following properties: Asphalt content = 6.5% by total…
A: Given:- Percentage of Asphalt content, Pb=6.5 %Percentage of aggregate content, Ps=100-6.5=93.5%Bulk…
Q: Based on a Mixture design analysis you determined an optimum asphalt content of 5%. Based on this…
A: Givenaggrigate 1=55 % G1=2.75aggrigate 2=40 % G2=2.71aggrigate 3=5 % G3=2.68after…
Q: What are the components of hot-mix asphalt? What is the functions of each component in the mix?
A: Introduction- The Hot mix asphalt (HMA) is made out of aggregate that has been evenly mixed and…
Q: : What is the percent of voids filled with asphalt (%VFA) of the hot mix asphalt has the following…
A: Bulk specific gravity of mixture=Gm=2.318gm/cm3 Therotical specific gravity=Gt=2.479 gm/cm3 Percent…
Q: An asphalt concrete specimen has the following properties: Asphalt content = 5.5% by total weight of…
A: Given: The asphalt content is 5.5%. The bulk specific gravity of the mix is 2.457. The maximum…
Q: % absorbed asphalt by aggregate(Ps2) equal to zero when * O none of these O bulk Gagg more than eff…
A: % absorbed asphalt by aggregate(Ps2) = 0 When Bulk Gagg = Effective Gagg (Bulk Gagg means Bulk…
Q: A compacted HMA mixture has the following properties: Bulk specific gravity of mixture (Gmb) = 2.331…
A: Given: The bulk specific gravity of the mixture is 2.331. The theoretical maximum specific gravity…
Q: a. What is the percent voids fill with asphalt? b. What is the percent voids in mineral aggregates?…
A:
Q: An asphalt concrete specimen has a mass in air of 1327.8 g, mass in water of 792.4 g, and saturated…
A:
Q: A load of asphalt weights 254 lbs. and occupies a volume of 220.0 L. What is the density of this…
A: Data Given: Weight of asphalt = 254 lbs Volume occupied by asphalt = 220.0 L Asked: Density of…
Q: During asphalt mix production the bitumen content is acceptable within the range of -0.2 and +0.2 of…
A: Following is required answer :
Q: A compacted asphalt concrete specimen has the following properties:Asphalt content = 5% by total…
A: Calculate the voids in the total mixture (VTM), VTM = 1-GmbGmm×100 where Gmb - Bulk specific…
Q: An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr.2.635), 36% fine aggregate…
A:
Q: An asphalt concrete mixture includes 94% aggregate by weight. The specific gravities of aggregate…
A: Given data:- Bulk density of mix =147 pcf The specific gravity of asphalt = 1 The specific gravity…
Q: the mostly kinds of liquid asphalt used in pavement construction are * O Mc and Rc O Rc O Sc Sc and…
A: Solution:- The mostly kinds of liquid asphalt used in pavement construction are Medium Curing(MC)…
Q: the asphalt binder with Rostler Parameter value equal to 1.3 has more performance than asphalt…
A: Finding out true and false statement.
Q: As part of mix design, a laboratory-compacted cylindrical asphalt specimen is weighed for…
A: Given that a cylindrical asphalt is weighted for bulk specific gravity Dry mass in air (A) = 1264.7…
Q: In specific gravity test, if D= 79g, B= 77g, C=75g, what is the unit weight of the used asphalt in…
A: It is required to determine the specific gravity. Gs=C-AB-A-D-C Here, A is the mass of pycnometer, B…
Q: An asphalt concrete specimen has the following properties:asphalt content = 5.9% by total weight of…
A: Given: The asphalt content is 5.9%. The bulk specific gravity of the mix is 2.457. The maximum…
Q: Kindly give me all right answers with short explanation. Please don't miss anything. Modulus of…
A: Modulus of resilience and toughness are approximately equal for linear perfectly plastic materials.…
Q: What are the components of hot-mix asphalt? What is the function of each component in the mix?
A: The compaction of asphalt binder and graded mineral aggregate at a great high temperature to form a…
Q: What is the most common polymer used for modifying asphalt cement? Briefly describe the interaction…
A: Most commonly used polymer to modifying asphalt cement:
Q: An aggregate blend for an asphalt concrete mixture has the following composition by weight: Coarse…
A: Given: The composition of coarse aggregate is 65%. The bulk specific gravity of coarse aggregate is…
Q: An asphalt concrete mix has a density of 2410 kg/m³ and an asphalt content of 5.5%. The asphalt…
A: The given data is: Density=2410 kg/m3 Asphalt content=5.5% Asphalt absorption=0.7% Relative gravity…
Q: According to available data shown in Tables 2, calculate the following: a. Compute the desired…
A:
Q: An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr.2.635), 36% fine aggregate…
A: Solution:
Q: The mix design for an asphalt concrete mixture requires 2 to 6% minus 0.075 mm. The three aggregates…
A: Solution: Given Data: Coarse=0.5%Intermediate=1.5% Fine =11.5% Approximately equal amount of…
Q: An asphalt concrete mixture includes 94% aggregate by weight. The specific gravities of aggregate…
A:
Q: a) What is the percent of voids filled with asphalt (%VFA) of the hot mix asphalt has the following…
A:
Q: Explain THREE (3) types of crushed aggregate that commonly used in asphalt mixture design and…
A: Requirement of good characteristic of aggregates for road construction are ; - Strength - Durability…
Q: A compacted asphalt concrete specimen has the following properties: a. Asphalt content = 5% by…
A:
Q: An asphaltic concrete layer is compacted to density 2.350 gm/cm3. The asphalt (Gs = 1.03) content is…
A: Given: The compacted asphaltic concrete density is 2.350 gm/cm3. The asphalt content is 6% of total…
Q: Q1) The phase diagram shows five properties (four specific gravities and the asphalt content) of a…
A:
Q: According to available data shown in Tables 2, calculate the following: a. Compute the desired…
A:
Q: Compaction and mixing temperature of asphalt mix depends on the bitumen type. True False
A: Compaction and mixing temperature of asphalt mix depends on the bitumen type. This statement is…
Q: From the table above, which of the sample will require the least amount binder for asphalt?
A: Asphalt binder is referred to as the cement binder or binding material that is used to bind…
Q: * Which of the following statement is not true about compaction for asphaltic concrete? The…
A:
Q: For the three following stockpiled that used to manufacture HMA, the percent of each aggregate and…
A: Given data PA = 50%. GAb(A) = 2.695 PB = 25% GAb(B) = 2.711 PC = 25% GAb(C) =…
Q: Table shows the grain size distribution for two aggregates and the specification limits for an…
A: Let's try with 50:50 blend: Trial 1: Blend gradation of aggregate A and B can be calculated using…
Q: Max specific gravity of mixture = 2.48 and following details are given. Bulk specific gravity…
A: Bulk specific gravity=Gc*Cc+GfCf+GmfCmfCc+Cf+Cmf…
Q: the asphalt binder with Rostler Parameter value equal to 1.3 has more performance than asphalt…
A: Finding out true and false.
Q: The following results were obtained for asphalt mixture design of AC10. Which of the following…
A: Asphalt Concrete is basically a composite material consist of bitumen as a binder, aggregate,…
Q: Define temperature susceptibility in Asphalt producrion.
A: The asphalt is a binding material and is mainly used to bind the aggregates together. The asphalt is…
Q: 3. As part of mix design, a laboratory-compacted cylindrical asphalt specimen is weighed for…
A: Solution; a)Given that; The dry weight of specimen A=1264.7 g The saturated surface dry weight of…
Q: QUESTION 1 A drum mix asphalt plant is different than a batch mix asphalt plant. O True O False
A: Q1- A drum mix asphalt plant is different than a batch mix asphalt plant.
Q: Answer the void ..................., one of the fractions component of asphalt , can be…
A: Bituminous Asphalt consists of compounds of - - hydrogenand carbon -Minor proportions of nitrogen,…
Trending now
This is a popular solution!
Step by step
Solved in 3 steps with 3 images
- Given four different types of aggregates to be used to produce a blended aggregate for use in the manufacture of asphaltic concrete, determine the bulk specific gravity of the aggregate mix.Use the following volumetric relationships for asphalt mix analysis: VTM = 100 (1 - Gmb) VFA = 100 3. An asphalt concrete specimen has the following properties: Asphalt content = 5.5 % by total weigh of mix Bulk specific gravity of the mix = 2.475 Theoretical maximum specific gravity = 2.563 Bulk specific gravity of aggregate = 2.689 Assuming there is no absorption of binder, calculate the following: (a) Percent Voids in Total Mix (b) Percent Voids in Mineral Aggregate: VMA – VTM VMA (c) Percent Voids filled with asphalt: VMA = = (100 - Gmb Ps GsbMax specific gravity of mixture = 2.48 and following details are given. Bulk specific gravity aggregates in the mix and asphalt absorbed (%) are respectively, Material Specific gravity Mix Composition Asphalt Cement 1.02 6.40 Coarse Aggregate 2.51 52.35 Fine Aggregate 2.74 33.45 Mineral filler 2.69 7.80 2.603 and 3.10 2.538 and 2.60 2.603 and 2.08 2.538 and 3.20
- The maximum theoretical specific gravity of an asphalt concrete is 2.550. Other components are specified as follows: Gmm =a.5s o Apparent Specific Gravity Gma Material Specific Gravity G % by Weight Asphalt cement Limestone dust 6.3 13.7 30.4 1.020 2.820 2.650 2.650 2.650 2.905 Sand Course aggregates 2.873 49.6 9. What is the bulk specific gravity of the aggregates? a) 2.73 b) 2.67 c) 2.69 d) 2.75 Gs b 10. What is the air void content if the bulk specific gravity is of the mixture is 2.340? a) 8.0% b) 8.5% c) 8.6% d) 8.2% 11. What is the effective specific gravity of the aggregates? а) 2.836 b) 2.816 c) 2.826 d) 2.866 12. What is the asphalt absorption? a) 1.90% b) 2.18/% c) 2.23% d) 2.13%Questions 30 is based on the information below: An asphalt concrete mix design has the following properties. The densities of the binder and aggregate are 1.090 g/cm³ and 2.760 g/cm³, respectively. The bulk density of the entire mix is 2.220 g/cm³. The percent binder content is 6.2% (by weight). Assume no absorption. V₁= 1.0 cm³ Volume Vv Vb Vs AIR Binder Aggregate Mass Mb Ms Mt 30. As an engineer, you are asked to use this mix design for a 25 kilometer-long section of roadway where the total pavement width is 8.0 meters and the thickness is 15 centimeters. What is the (a) total volume of binder and (b) the total volume of aggregate that you would need to purchase? Also, determine the (c) total %air voids in the mix.As part of mix design, a laboratory-compacted cylindrical asphalt specimenis weighed for determination of bulk-specific gravity. The following numbersare obtained:Dry mass in air = 1264.7 gramsMass when submerged in water = 723.9 gMass of saturated surface dry (SSD) = 1271.9 ga. What is the bulk-specific gravity of the compacted specimen (Gmb)?b. If the maximum theoretical specific gravity of the specimen (Gmm) is2.531, what would be the air void content of the specimen in percent?
- An asphalt concrete specimen has the following properties: • Asphalt content = 5.5% by total %3D weight of mix • Bulk specific gravity of the mix = 2.475 • Theoretical maximum specific of gravity = 2.563 • Bulk specific gravity aggregate = %3D 2.689 Ignoring absorption, compute the percent VFA Select one: A. 67.2% B. 68.1% C. 76.3% D. 73.8%As part of mix design, a laboratory-compacted cylindrical asphalt specimen is weighed for determination of bulk-specific gravity. The following numbers are obtained:Dry mass in air = 1264.7 gramsMass when submerged in water = 723.9 gMass of saturated surface dry (SSD) = 1271.9 ga. What is the bulk-specific gravity of the compacted specimen (Gmb)?b. If the maximum theoretical specific gravity of the specimen (Gmm) is 2.531, what would be the air void content of the specimen in percent?In a Marshall test, the percentage of asphalt binder by total weight of aggregate is 5.0%. The bulk specifc gravity of aggregate (G3)=2.624, the specifc gravity of asphalt binder (G)=1.000, and the density of water (Y)=1.000 g/cm³. If the absorbed asphalt (Pa) is 2.00% by total weight of aggregate, and the voids in total mixture (VTM) is 4.0%, determine the following properties: a. The effective asphalt content (Pbe) b. The bulk specifc gravity of the compacted mixture (Gmb) c. The voids in mineral aggregate (VMA) d. The theoretical maximum specifc gravity of the loose mixture (Gmm) e. The voids flled with asphalt (VFA) f. The effective specifc gravity of aggregate solids (G)
- 3. As part of mix design, a laboratory-compacted cylindrical asphalt specimen is weighed for determination of bulk specific gravity. The following numbers are obtained: Dry Mass in air = 1264.7 grams • Mass when submerged in water = 723.9 grams • Mass of Saturated Surface Dry (SSD) = 1271.9 grams %3D a.What is the bulk specific gravity of the compacted specimen (Gmb)? b.lf the maximum theoretical specific gravity of the specimen (Gmm) is 2.531, what would be the air void content of the specimen in percent? c. If the bulk specific gravity of aggregates is 2.675 and asphalt content is 5.5%, what is the voids in mineral aggregate and voids filled with asphalt in percent? Ignore absorption.Problem #1 The following figure shows the results from the dynamic modulus test for asphalt mixtures. The specimen is 4" in diameter and 6" in height. The gauge length for the axial LVDT is 4". Time lag is 0.25s. Find |E*I, and phase angle . Axial force(lbf) 65 60 40 20 0 -20 -40 -65 0 Dynamic modulus test result (gauge length = 4") 0.5 Time (second) 1 0.0010 0.0009 0.0006 0.0003 0 force (lbf) disp (in.) -0.0003 -0.0006 -0.0009 -0.0010 1.5 Axial displacement(in) 4"An aggregate blend is composed of 65% coarse aggregate by weight (SG 2.65), 30% fine aggregate (SG 2.70), and 5% filler (SG 2.75). The compacted specimen contains 6% asphalt binder (SG 105) by weight of total mix, and has a bulk densit of 2.255 Mg/m&3. Ignoring absorption.a. What is the percent voids fill with asphalt?b. What is the percent voids in mineral aggregates?c. What is the percent voids in total mix?